New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 1,63,73,454 
Notes
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Costs

Description

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Demolishing Brick work manually/ by mechanical means incluiding stacking of servicealble material and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. **15.7.4 -In Cement mortar.

9

779

7017.84

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge(CR).

766

136

104176

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Earth work embankment in ordinary soil embankmentto be in 20cm Layers including ramming, dressing, the surface to required levels with ½ tonne steel or wooden rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 to 10 tonnes capacity and including 1.5 m lift and all lead. Earth shall be brought from a place which including cartage of earth by mechanical transport and T& P , Labour etc. required for proper completion. Earth shall be Arranged by the contractor at his own cost

516

363

187333.8

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Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2

1232

82

101492.16

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Providing and laying C.C pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per Engineer- in -charge. (The panel shuttering work shall be paid for separately.) ( Note:- Cement content considered in this item is @330 Kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately).

370

8141

3012484.5

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Extra for providing richer mixes at all floor levels. Noe :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum).

395

65

26050.25

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(Dense Graded Bituminous Macadam Grading 2 )Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects.

268

10237

2743596.4

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Providing and applying tack coat using hot straight run bitumen of grade VG-10 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray uint fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 kg/sqm.

6723

32

216816.75

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Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects

55

11438

629134

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

271

520

140920

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ).

247

5746

1419479.36

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), Including maklng joints with or w1thout grooves (thickness of Jolnts except at sharp curve shall not to more than Smm), Including making drainage opening wherever required complete etc. as per direction of Engineer-In-charge (length of finished kerb edglng shall be measured for payment). (Precast C.C. kerb stone shall be approved Uy Engineer-In-charge).

53

6920

366810.88

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Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra san. complete all as per direction of Engineer-in-charge. 80mm thick c.c. paver block of M-30 grade with approved color and design.

1167

696

812337.03

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Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc.

116

335

38923.8

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Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

294

181

53402.16

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5158

82

427133.98

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level.

39

7912

308579.7

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor level.

26

8654

225023.5

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Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats

423

63

26649

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

735

117

86421.3

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Providing and laying Mastic Wearing course ( as per specifications ) with Industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, Incluiding providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, Incluiding cleaning the surface, removal of debris etc. All complete. (Considering bitumen using 10.2% as per MORTH specification ) 40mm thick

3981

939

3741542.85

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.: All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge(CR)

20

144

2898.6

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Filling available excavated earth (excluiding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead up to 50m and lift upto 1.5m

47

93

4371

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centering and shuttering incliuding strutting propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and struts

19

426

8110.15

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centering and shuttering incliuding strutting propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.

14

320

4489.1

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centering and shuttering incliuding strutting propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.

3

385

1157.04

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M-150 Brick work in 1:6 cement & Fine sand 1.25 F.M mortar in foundation and plinth incluiding supply of all materials, labour and T & P etc required for proper completion of the work. Same as item no- 305 but in 1:4 (1 cement :4 coarse sand)

5

4950

24750

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Brick work with common burnt clay F.P.S (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : cement mortar 1:4 (1 cement :4 coarse sand)

50

6276

313849

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12mm Cement plaster of mix : 1:4 (1 cement :4 fine sand)

125

176

22096.25

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6mm Cement plaster of mix : 1:3 (1 cement :3 fine sand)

15

132

1990.5

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Providing and Fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green , black of any size as approved by Engineer -in- charge , in skirting risers of steps and dados, over 12mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm, Incluiding pointing in white cemnet mixed with pigment of matching shade complete.

76

984

74806.8

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Providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make ,in all colours and shades laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ), jointing with grey cement slurry @3.3 kg/sqm incluiding grouting the joints with white cement and matching pigments etc. complete size of Tile 600x600mm

46

1165

53624.04

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Providing and fixing aluminium work for doors, windows , ventilators and partions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, incluiding necessary filling up the gaps at junctions, i.e at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth , rust free , straight, mitred and jointed mechanically wherever required incluiding cleat angle, Aluminium snap beading for glazing / paneling, C.P. architectural drawings and the directions of Engineer-in-charge. ( Glazing, paneling and dash fasteners to be paid for separately) :

-

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-

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For shutters of doors, windows & ventilators incluiding providing and fixing hinges/ pivots and making provision for fixing of fitings wherever required incluiding the cost of EPDM rubber / neopreene gasket required ( Fittings shall be paid for separately) Polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron)

63

421

26545.05

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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . ( Cost of aluminium snap beading shall be paid in basic item) : with float glass panes of 5.50 mm thickness

3

984

2953.95

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The aluminium composite panel clading sheet shall be coil coated, with Kynar 500 based PVDF/ Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 2 as specified using stainless steel screws, nuts bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / Ms with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing

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-

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The item incluides cost of all material & labour component, the cost of all mock ups at site, cost of all sample of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handling over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items, composite panel cladding, having all the performance characteristics all complete, as per the architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium composite panel cladding ( incluiding width of groove). shall be measured in sqm. up to two decimal places.

2

3741

7482.92

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Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 100x60x2.5 mm

8

60

482.32

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Providing and fixing chromium plated brass handles with necessary screws etc. complete : 125 mm

4

194

776.32

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Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality incluiding necessary screws etc. complete. Size 65 mm

2

202

405.44

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Providing and laying integral cement based water proofing treatment incluiding preparation of surface as required for treatment of roof, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab incluiding adjoining walls upto 300mm height incluiding cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in -charge to required slope and treating similarly the adjoining walls upto 300 mm height incluiding rounding of junctions of walls and slabs.

-

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-

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c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS 2645 and approved by Engineer -in-charge incluiding laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm sqaure 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm.

25

1015

25383.5

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, incluiding jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 110 mm diameter.

5

223

1115.65

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A , incluiding jointing with seal ring conforming to IS : 56382, leaving 10 mm gap for thermal expansion.

-

-

-

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single tee with door 110x110x110 mm

8

176

1411.84

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Bend 87.5 degree 110 mm bend

10

112

1127.1

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Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, incluiding cutting brick work and fixing in cement mortar 1:4 ( 1 ce,ment : 4 coarse sand ) and making good the wall etc. complete. 110 mm

6

165

994.98

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Providing and fixing chlorinated polyvinyl chloride ( CPVC ) pipes, having thermal stability for hot & cold water supply, incluiding all CPVC plain & brass theaded fittings, i/c fixing the pipe with clamps at 1.0 m spacing. This incluides jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same incluiding testing of joints complete as per direction of Engineer in charge. concealed work, incluiding cutting chase annd making good the walls etc.

-

-

-

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15 mm nominal outer dia pipes

20

256

5134.8

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20 mm nominal outer dia pipes

60

316

18969

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25 mm nominal outer dia pipes

80

388

31116.8

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Providing and fixing wash basin with C.I brackets 15 mm C.P. brass waste of standard pattern, incluiding painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous china surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers

2

3073

6147.76

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Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

2

1232

2465.76

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Providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

2

906

1813.7

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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, incluiding cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet sand cast iron S&S as per IS :3989

4

990

3960.8

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providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

2

198

396.22

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providing and fixing White vitreous china water less urinal of size 600x330x315 mm having antibacterial / germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal.

6

14297

85785.48

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providing and fixing gun metal gate valve with C.I. wheel of approved quality ( screwed end ) : 25 mm nominal bore

2

431

863.18

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providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore

2

335

670.94

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providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length, 15 mm nominal bore

8

72

576.48

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Providing and placing on terrace ( at all floor levels) Polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

2000

7

15280

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Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 : 15 mm nominal bore

2

363

727.42

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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 a) 15 mm nominal bore

8

461

3694.72

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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS : 8931, 15 mm nominal bore

8

526

4210.56

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Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long, weighing not less than 88 gms

8

101

809.52

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Providing and fixing aluminium sliding doors bolts, ISI marked anodised ( anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 300x16 mm

4

205

820.2

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Providing and fixing aluminium tower bolts, ISI marked anodised ( anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour ort shade, with necessary screws etc. complete : 200x10mm

2

73

147.18

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Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm and 1.8 cm thick, fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size ) as per direction of Engineer-in-charge and finish smooth. White Agaria Marble stone.

2.1

2792

5864.67

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete.

1549

93

144939.93

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Steel work welded in built up sections/ framed work, incluiding cutting ,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

63

92

5817.42

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Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, incluiding drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 160 mm

60

120

7242

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Designing fabrication, testing, installing and fixing in position curtain wall with Aluminium composite panel cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. incluiding : (a) structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight incluiding checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets ( each 0.5mm thick ). .The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF / Limiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (sevice ) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers , cleats, weather silicone sealant, backer rods etc.

-

-

-

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c) The fastening brackets of Aluminium alloy 6005 TS/ MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasterners, SS 316 Pins and anchor bolts of approved make in SS 316,. Nylon separators to prevent bi-metallic contacts all complete required to perform as per specificationand drawing The item incluides cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handling over of the building for occupation.

125

3741

467682.5

... More
Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) sill be measured in sqm. up to two decimal places.

-

-

-

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Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . P xi)

5.1

4547

23193.47

... More
P/F Sturdy structure design stainless steel 316 grade outdoor 3 seater SS bench of basic Dimension 166LX862hx660 base widths, sitting ht. 455mm and each sear width 545mm aesthetically bent arm- rest pipe of 38 mm diameter, 1.5 mm thick, main frame member 60mmX40mmX2mm thick, profiled support members 3mm thick, base plates 6mm thick preforated seats 1.6mm thick with fasterners(axle/canco/euipvalent make).

4

47424

189696



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